CN217150795U - Partition wall with light steel keel and vertical rib composite structure - Google Patents

Abstract

The utility model discloses a light gauge steel and stud composite construction partition wall, include keel frame and cover the wallboard of locating keel frame both sides, keel frame includes along top fossil fragments, along the keel, vertical keel, the stud, first crotch expansion bolt and second crotch expansion bolt, first crotch expansion bolt is arranged a plurality ofly at the interval on the length direction along top fossil fragments, first crotch expansion bolt is connected to top structure floor or roof beam, second crotch expansion bolt is arranged a plurality ofly at the interval on the length direction along the keel, second crotch expansion bolt is connected to top structure floor or roof beam, be equipped with a pair of first crotch expansion bolt and second crotch expansion bolt between two adjacent vertical keels, the both ends of stud are connected with first crotch expansion bolt and second crotch expansion bolt respectively and are parallel with vertical keel. The utility model discloses can make the wall body have antidetonation and shock resistance, stability and wholeness are good, and can be applicable to the condition that partition wall layer height is greater than 6 meters.

Description

Partition wall with light steel keel and vertical rib composite structure

Technical Field

The utility model relates to a building engineering technical field especially relates to a light gauge steel and founding muscle composite construction partition wall.

Background

China is one of the countries with multiple earthquakes, particularly, in recent years, major earthquakes frequently occur, building loss caused by earthquakes is more and more serious, and reduction of casualties and property loss caused by structural damage is the responsibility and obligation of structural engineering technicians.

The traditional partition wall is constructed by fixing the ground keel, the top keel, the vertical keel and the like by using rivets or self-tapping screws. However, the ground keel, the top keel, the vertical keel and the main structure are rigidly connected, so that when an earthquake occurs, the bending resistance, the shearing resistance and the pressure resistance of the traditional partition wall cannot be fully exerted, and the partition wall cannot be damaged or even collapsed due to the coordination with the deformation of the main structure layer; and the partition wall can not be used under the condition that the layer height is more than 6 meters due to the limitation of the slenderness ratio of the light steel keel.

SUMMERY OF THE UTILITY MODEL

The to-be-solved technical problem of the utility model is: the utility model provides a light gauge steel and founding muscle composite construction partition wall can make the wall body have antidetonation and shock resistance, and stability and wholeness are good, and can be applicable to the condition that partition wall layer height is greater than 6 meters.

In order to solve the technical problem, the utility model provides a light gauge steel and stud composite construction partition wall, it includes keel frame and covers the wallboard that is located keel frame both sides, keel frame includes along top fossil fragments, along fossil fragments and vertical keel, along top fossil fragments fix on the upper structure floor or roof beam of partition wall construction position department, along fossil fragments fix on the lower structure floor or roof beam of partition wall construction position department, vertical keel is equipped with a plurality ofly and arranges in the interval between along top fossil fragments and the along fossil fragments, the upper end of vertical keel with along top fossil fragments fixed connection, the lower extreme of vertical keel with along fossil fragments fixed connection; the keel frame further comprises a vertical rib, a first hook expansion bolt and a second hook expansion bolt, wherein the first hook expansion bolt is arranged on the length direction of the top keel at intervals, the first hook expansion bolt is connected to the upper structural floor slab or the beam, the second hook expansion bolt is arranged on the length direction of the top keel at intervals, the second hook expansion bolt is connected to the upper structural floor slab or the beam, a pair of the first hook expansion bolt and the second hook expansion bolt is arranged between two adjacent vertical keels, the upper end and the lower end of the vertical rib are respectively connected with the first hook expansion bolt and the second hook expansion bolt, and the vertical rib is parallel to the vertical keels.

As the utility model discloses preferred scheme, the stud with through turn buckle bolted connection between the second crotch expansion bolts.

As a preferred aspect of the present invention, the first hook expansion bolt is passed through the top keel to be connected to the upper structural floor or the beam.

As a preferred aspect of the present invention, the second hook expansion bolt is passed through the ground keel to be connected to the upper structural floor or the beam.

As the utility model discloses preferred scheme, keel frame still includes the stull fossil fragments, the both ends of stull fossil fragments respectively with adjacent two vertical keel fixed connection.

As the utility model discloses preferred scheme, the stull fossil fragments are in be equipped with a plurality ofly on the direction of height of vertical fossil fragments.

As the preferred scheme of the utility model, the grudging post is that the diameter is 4mm galvanized iron wire or diameter are 6mm reinforcing bar.

As the utility model discloses preferred scheme, keel frame with the cavity intussuseption that the wallboard encloses the formation is filled with heat preservation sound insulation material.

Implement the utility model discloses a light gauge steel and stud composite construction partition wall, compare with prior art, its beneficial effect lies in:

the utility model discloses a rigid connection structure between light gauge steel and the major structure and the flexible connection structure between founding muscle and the major structure realize the rigid-flexible combination of wall body, make the wall body have better antidetonation and shock resistance, stability and wholeness are good, and can be applied to the partition wall that the floor height is greater than 6 meters.

Drawings

Fig. 1 is a schematic structural view of a partition wall with a composite light steel keel and stud structure provided by an embodiment of the utility model.

The drawing is marked with 1, along the top keel; 2. along the ground keel; 3. a vertical keel; 4. erecting ribs; 5. a first hook expansion bolt; 6. a second hook expansion bolt; 7. a turn buckle; 8. a cross-brace keel; 9. an upper structural floor slab at the partition wall construction position; 10. the lower structure floor at the partition construction position.

Detailed Description

The following detailed description of the embodiments of the present invention is provided with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.

In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, which indicate the orientation or positional relationship, are used in the present invention as being based on the orientation or positional relationship shown in the drawings, and are used only for convenience of description and simplification of the description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

As shown in fig. 1, the preferred embodiment of the present invention.

A light gauge steel and stud composite structure partition wall, it includes keel frame and covers the wallboard located on both sides of keel frame, the said keel frame includes along top keel 1, along the keel 2 and vertical keel 3, along top keel 1 fix on upper structure floor 9 or roof beam of partition wall construction position, along keel 2 fix on lower structure floor 10 or roof beam of partition wall construction position, said vertical keel 3 have multiple and arrange in along top keel 1 and along between keel 2 while being said, the upper end of the said vertical keel 3 is fixedly connected with said along top keel 1, the lower end of the said vertical keel 3 is fixedly connected with said along keel 2; wherein, keel frame still includes stud 4, first crotch expansion bolts 5 and second crotch expansion bolts 6, first crotch expansion bolts 5 be in be arranged a plurality ofly at interval along the length direction of top fossil fragments 1, first crotch expansion bolts 5 are connected to on the structure floor 9 of top or the roof beam, second crotch expansion bolts 6 are arranged a plurality ofly at interval along the length direction of ground fossil fragments 2, second crotch expansion bolts 6 are connected to on the structure floor 9 of top or the roof beam, be equipped with a pair of first crotch expansion bolts 5 and second crotch expansion bolts 6 between two adjacent vertical keel 3, the upper and lower both ends of stud 4 respectively with first crotch expansion bolts 5 with second crotch expansion bolts 6 are connected, and stud 4 is parallel with vertical keel 3. In this embodiment, the stud 4 is a galvanized iron wire with a diameter of 4mm or a steel bar with a diameter of 6 mm. From this, through the rigid connection structure between light gauge steel and the major structure and the flexible connection structure between stud 4 and the major structure, realize the rigid and flexible combination of wall body, make the wall body have better antidetonation and shock resistance, stability and wholeness are good, and can be applied to the partition wall that the floor height is greater than 6 meters.

Illustratively, the stud 4 is connected with the second hook expansion bolt 6 through a turn buckle 7. From this, through the setting of turn buckle 7, can adjust the elasticity of grub post 4, make things convenient for the grub post 4 taut and installation.

Illustratively, the first hook expansion bolts 5 are connected to the upper structural floor 9 or beams through the furry ceiling keel 1, and the second hook expansion bolts 6 are connected to the upper structural floor 9 or beams through the furry ceiling keel 2. Such design makes whole fossil fragments frame construction compacter, and the wholeness is better.

Exemplarily, in order to further enhance the strength of the keel frame, the keel frame further comprises a cross-brace keel 8, and two ends of the cross-brace keel 8 are respectively and fixedly connected with two adjacent vertical keels 3; the cross-brace keels 8 are arranged in the height direction of the vertical keels 3 in a plurality.

Illustratively, the cavity that fossil fragments frame and wallboard enclose formation is filled with heat preservation sound-proof material to make the partition wall reach heat preservation, syllable-dividing effect.

In the description of the present invention, it is to be understood that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are used in a generic sense, e.g., fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and replacements can be made without departing from the technical principle of the present invention, and these modifications and replacements should also be regarded as the protection scope of the present invention.

Claims (8)

1. A light steel keel and vertical rib composite structure partition wall comprises a keel frame and wall boards arranged on two sides of the keel frame in a covering mode, wherein the keel frame comprises a top keel, a bottom keel and vertical keels, the top keel is fixed on a structural floor or a beam above the partition wall in a construction position, the bottom keel is fixed on a structural floor or a beam below the partition wall in a construction position, the vertical keels are arranged between the top keel and the bottom keel at intervals, the upper ends of the vertical keels are fixedly connected with the top keel, the lower ends of the vertical keels are fixedly connected with the bottom keel, the light steel keel and vertical rib composite structure partition wall is characterized in that the keel frame further comprises vertical ribs, first hook expansion bolts and second hook expansion bolts, the first hook expansion bolts are arranged on the top keel in a length direction at intervals, first crotch expansion bolts is connected to on top structure floor or the roof beam, second crotch expansion bolts is in it arranges a plurality ofly to follow the length direction of ground fossil fragments at interval, second crotch expansion bolts is connected to on top structure floor or the roof beam, adjacent two be equipped with a pair of between the vertical keel first crotch expansion bolts with second crotch expansion bolts, the upper and lower both ends of grub respectively with first crotch expansion bolts with second crotch expansion bolts connects, just the grub with vertical keel is parallel.

2. The light gauge steel and stud composite structural partition wall of claim 1, wherein the studs and the second hook expansion bolts are connected by turn-buckle bolts.

3. The light gauge steel and stud composite structural partition wall of claim 1, wherein the first hook expansion bolt is connected to the upper structural floor or beam through the furring channel.

4. The light gauge steel and stud composite structural partition wall of claim 1, wherein the second hook expansion bolt is connected to an upper structural floor or beam through the perimeter keel.

5. The light gauge steel and stud composite structure partition wall of claim 1, wherein the keel frame further comprises a cross-bracing keel, and two ends of the cross-bracing keel are respectively and fixedly connected with two adjacent vertical keels.

6. The light gauge steel and stud composite structure partition wall as claimed in claim 5, wherein the wale keel is provided in plurality in a height direction of the vertical keel.

7. The light gauge steel and stud composite structural partition wall of claim 1, wherein the studs are galvanized iron wires having a diameter of 4mm or steel bars having a diameter of 6 mm.

8. The light steel joist and stud composite structure partition wall of claim 1, wherein the cavity enclosed by the joist frame and the wall panel is filled with thermal insulation and sound insulation material.

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